tor rfp for dpr gaziabad ma

8/11/2019 Tor Rfp for Dpr Gaziabad Ma

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GHAZIABAD DEVELOPMENT AUHORITY

GHAZIABAD

PROPOSAL DOCUMENT / TERMS OF REFERENCE

FOR

Consultancy Services for Preparation of Detailed Project Report

for construction of eight lane ring road between Hapur Road and

Loni Road ia M!!ru" Road including ROB over D!#$i%

Sa$aranpur rai# "ra&' , grade separator over M!!ru" Road()rid*! o!r Hindon and improvement of Pip! Lin! Road+

GHAZIABAD DEVELOPMENT AUTHORITY GHAZIABAD.

!



PROPOSAL DOCUMENT / TERMS OF REFERENCEFOR

CONSULTANCY SERVICES

NAME OF ,OR-. Consultancy Services for Preparation of

Detailed Project Report for construction of eight lane ring road between Hapur Road and Loni Road ia M!!ru" Road including

ROB over D!#$i%Sa$aranpur rai# "ra&' , grade separator over

M!!ru" Road( )rid*! o!r Hindon and improvement of Pip!

Lin! Road

Cost of Tende ! Rs. "#$"/% on&'

E(nest Mone' ! Rs. "))))/% on&'

T*+e of Co+,&et*on ! -) d('s

Pe*d Meet*n ! On 0t1 se,t $)22 (t 3.)),+ Ven4e !GDA 5onfeen5e 1(&&.

D(te of Re5e*,t of Po,os(& ! 2"t1 se,t $)22

D(te of O,en*n of Po,os(&! 2"t1 se,t $)22

"



TERMS OF REFERENCE

FOR

CONSULLTANCY SERVICES




Sa$aranpur rai# "ra&' , grade separator over M!!ru" Road(

)rid*! o!r Hindon and improvement of Pip! Lin! Road+

2%Gene(&

2.1 Ghaziabad Development Authority has decided to take up the Consultancy

Services for Preparation of Detailed Project Report for construction of eight lane ring

road between #apur Road and $oni Road via %eerut Road including ROB over DelhiSaharanpur rail trac&, grade separator over %eerut Road, bridge over #indon and

improvement of Pipe $ine Road+

+0 GDA will be the employer and executing agency for the consultancy

services and the standards of output required from the appointed consultants

shall be of national level in terms of both quality and adherence to the agreed

time schedule.

$% O6e5t*7e

.1 !he main ob"ective of the consultancy services is to prepare Detailed #ro"ect

$eport for construction of eight lane ring road between #apur Road and

$oni Road including detailing of road junctions, grade separators at

%eerut road , ROB over Delhi Saharanpur railway 'rac&, bridge over

(



#indon River and widening ) strengthening of e*isting roads in the most

economical manner but consistent with the requirements of safe and highspeed travel and to establish the technical% economical% environmental% socialand financial viability of the pro"ect under a commercial format and under

different user fee scenarios and funding options.

3% S5o,e of Se7*5es

&.1. !he Detailed #ro"ect $eport would inter'alia cover detailed design for

new carriageways and required minor structures. (t would include

design of cross drainage structures and GAD of grade separated

structures including interchanges% toll check post% quantities of various

items. Detailed working drawings. Detailed cost estimates and pre'

qualification and tender documents in suitable contract packages for

execution of civil works. !he work shall include study of environmental

enhancement.

3.$. T1e S5o,e of Se7*5es s1(&& t14s 5o7e 4t e not &*+*ted to t1efo&&o8*n +(6o t(s9s!

i' $eview of all available reports and published information about the

pro"ect road and the pro"ect influence area .

ii' Detailed reconnaissance.

iii' (dentification of possible alignments )horizontal and vertical*% most

preferably along +aster #lan road alignment shown in Ghaziabad

+aster #lan',1 with alternative. evaluation or different alternatives%

comparison on techno'economic and other considerations and

recommendations regarding most appropriate option.

iv' Detailed topographic surveys using !otal -tations and G#-

v' (dentification of sources of construction material.

vi' Detailed design of road and cross'drainage structures.

vii' (dentification of the type and the design of intersections including

interchanges.

viii' nvironmental and rehabilitation and resettlement aspects.

ix' #ro"ect costing

x' conomic and financial analysis.

xi' #reparation of strip plans indicating the scheme for construction of

carriageway. /ocation of all existing utility services )both over and

underground* and the scheme for their relocation% trees to be felled

and planted

xii' #reparation of strip plans clearly showing proposed road alignment

superimposed over revenue maps. (dentification of land area to be

acquired with arazi no%and arazi owner names.

+



xiii' $eport documents and drawings.

&.&. !he 0onsultant shall study the possible locations and design of toll check

post.

&.. !he local and slow traffic may need segregation from the main traffic and

provision of service roads and physical barrier including fencing may be

considered. 2herever necessary to improve efficiency and safety.&.3. !he general scope of services is given in the sections that follow.

4owever. the scope of services would. inter'alia. include the items as

mentioned in the !.5.$.

:. Gene(& Re;4*e+ents

:.2 De7e&o,+ent <o9s (nd Po6e5t C&e((n5es

2hile carrying out the field studies investigations and design. !he

development plans being implemented or proposed for future

implementation by the various agencies of 0entral Govt. -tate Govt. local

bodies should be taken into accountSt(nd(ds (nd Codes of P(5t*5es

.1.1 Activities related to field studies. Design and documentation should be

done as per the latest guidelines6circulars of +5$!74 and relevant

publications of the (ndian $oads 0ongress )($0* and 8ureau of (ndian

-tandards )8(-*. 9or aspects not covered by ($0% 8(- and (ndian $ailway

-tandard. (nternational standard practices% such as. 8ritish and American

-tandards may be adopted

.1. All notations abbreviations and symbols used in the reports. documents

and drawings shall be as per ($0:;1. Re7*e8 of D(t( (nd Do54+ents

!he 0onsultants shall collect the available data and information relevant

for the -tudy. !he data and documents of ma"or interest shall include but

not be limited to the following

i' 0limate.

ii' 4ydraulic data drawing and details of existing bridges.

iii' -urvey and evaluation of locally available construction

material.

iv' 5rigin'destination and evaluation of locally availableconstruction materials.

v' 0ommodity wise traffic volume if available.

vi' Accidental statistics

vii' 4istorical data on classified traffic volume

viii' <ehicle loading behavior )axle load spectrum*% if available.



ix' !ype and location of existing utility services )e.g. 9iber optical

cable% 5.4. and =.G. lectric% !elephone line. 2ater mains.

-ewer% !rees etc.*

x' !ypes of pro"ect clearances involved for implementation of

pro"ect.

.& En*nee*n S47e's (nd In7est*(t*ons

.&.1 Re5onn(*ss(n5e (nd A&*n+ent

The consultant should make in depth study of the available6ongoing

a. /.A. land width )$52* topographic maps of the pro"ect area and other

available relevant information collected by them concerning the existing

alignment. 0onsultant himself has to arrange the required maps and the

information needed by him from the potential sources.

b. !he detailed ground reconnaissance may be taken up immediately after

the study of maps and other data% !he primary tasks to be accomplishedduring the: reconnaissance surveys include:

i' !opographical features of the area

ii' !ypical physical features along the alignment i.e. load use pattern:

iii' #ossible alignment alternatives

iv' #reliminary identification of improvement requirement including

treatments and measures needed for the cross'road:

v' !raffic pattern and preliminary identification of traffic homogeneous

links :

vi' (nventory of ma"or aspects including land width. !errain. #avementtype carriageway type. 8ridges and structures )!ype% size and

location*% urban areas )location extent*. Geologically sensitive areas

environmental features. 4ydrological features

vii' 0ritical areas requiring detailed investigations and

viii' $equirements for carrying out supplementary investigations

ix' -oil )textural classifications* and drainage conditions.

x' !ype and extent of existing utility services along the alignment )within

$52*

xi' (dentification of various agencies of the govt. from whom theconcerned pro"ect clearances for implementation are to be sought.

c. !he data derived from the reconnaissance surveys are normally utilized

for planning and programming the detailed surveys and investigations. All

field studies including the traffic surveys should be taken up on the basis

of information derived from the reconnaissance surveys.

d. !he data and information obtained from the reconnaissance surveys

should be documented. !he data obtained from the reconnaissance

-



surveys should from the core of the database% which would be

supplemented% and augmented using the data obtained from detailed field

studies and investigations

:.3.$ To,o(,1*5 S47e's

(. !he basic ob"ective of the topographic survey would be to capture the

essential ground features along the alignment in order to consider

improvements and for working out improvements% rehabilitation andupgrading costs. !he detailed topographic surveys should normally be

taken up after the complete of reconnaissance surveys

. !he carrying out of topographic surveys will be one of the most

important and crucial field tasks under the pro"ect. !he detailed field

surveys shall be carried out using high precision instruments i.e. !otal

station. !he data from the topographic surveys shall be available in )x%

y% z* format for use in a sophisticated digital terrain model )D!+*.

H'd(4&*5 d(t( d(8*n (nd det(*&s of e=*st*n *des.

i. 4ydraulic data drawing and details of existing bridgesii. 5rigin'destination and evaluation of locally available

construction materials.

iii. 0ommodity wise traffic volume if available.

iv. Accident statistics> and

5. T1e det(*&ed f*e&d s47e's 8o4&d essent*(&> *n5&4de t1e fo&&o8*n

(5t*7*t*es!

i' !opographic -urveys along the new right of way )$52* $unning a

continuous open !raverse along the proposed alignment% andfixation of all cardinal points such as horizontal intersection points

)4(#?s* centre points and transit points and transit points etc. and

properly referencing the same with a pair of reference pillars fixed

on either side of the centre'line at safe places within the proposed

$52.

ii' 0ollection of details for all features such as structures )bridges.

0ulverts etc.* utilities% xisting roads% lectric and telephone

installations )both 54 as well as underground*% huts% building%

fencing and trees )2ith girth greater than ,.& metre * oil and gaslines etc. falling within the extent of survey.*

:.3.$.2 Lon*t4d*n(& (nd 5oss% se5t*on

!he topographic surveys for longitudinal and cross'sections shall cover the

following:

i' /ongitudinal section levels along final centre line all every 3 m

interval. At the locations of curve points. -mall streams. (ntersections

and at the location of change in elevation.

.



ii' 0ross sections at every 3, m interval in full extent of survey conversing

sufficient no. of spot levels on existing carriage way for profile

correction course and ad"acent ground for widening purposes and

earth work calculations.

iii' /ongitudinal sections for cross roads for length adequate for design

and quantity estimation purposes.

iv' /ongitudinal and cross sections for ma"or and minor streams as per recommendations contained in ($0 -.#: 1&',, )Guidelines for the

Design of small 8ridges and 0ulverts* and ($0: 3',, )@-tandard

-pecification 7 0ode of #ractice for $oad 8ridges. -ection 1' General

9eatures of Design*

:.3.$.$ S4%(de C1((5te*st*5s (nd Stent1

(% T1e test*n S51e+e *s ,o,osed (s *7en 4nde!

9or the roads along new alignments% the test pits for sub'grade soil shall be a

3,, m or for each soil type whichever is more. A minimum of six samples should

be tested corresponding to each homogenous segment.% T1e test*n fo s4%(de so*& s1(&& *n5&4de :

i' (n'situ density and moisture content at each test pit.

ii' 0haracterization )grain size and Atterberg limits* at each test pit and.

iii' /aboratory moisture'density characteristics )modified AA-4!5

compaction*

iv' 9ield 08$ using D0# at each test pit.

v' laboratory 08$ )unsoak and day soak compacted at three energy

levels* and swell

c. for problematic soils the testing shall be more rigorous it required.:.3.$.3 M(te*(& *n7est*(t*ons

a. !he 0onsultants shall identify potential sources )including use of fly

ash 6 slag* like quarry sites and borrow areas undertake field and

laboratory testing of the materials to determine their suitability for

various components of the work and establish quality and quantity of

various construction materials and recommend their use on the basis

of techno'economic principles.

b. (t is to be ensured that no material shall be used from the right'of'Bway

except by way of leveling the ground as required from the constructionpoint of view% or for landscaping and planting of trees etc. or from the

cutting of existing ground for obtaining the required formation levels.

c. nvironmental restrictions% if any and feasibility of availability of these

sites to prospective civil works contractors should be duly taken into

account while selecting new quarry locations.

:.3.3. Pe&*+*n(' Po6e5t Re,ot%?P.P.R.>

/



#reliminary #ro"ect $eport shall be prepared and shall contain the

following.

(. #reliminary Design of intersection )at grade and grade separator*

interchanges and other structure )flyovers% bridges% under passes 7

culverts etc* based upon hydraulic 7 Geotechnical investigations as

per site requirement.

((. #reliminary estimate(((. #reliminary bill of quantities and specification

(<. #reliminary drawing with GAD as required at initial stage with

preliminary design% calculation.

!he basic data obtain from the field studies and investigations and in

put data used for the preliminary deign as per relevant ($0 code provisions shall

be submitted with ##$.

!he final ##$ incorporating comment revisions and modifications

suggested by GDA% #2D6 +5$!74 shall be submitted in )C sets*.!he basic data obtained from the field studies and investigations and input

data used for the preliminary designs as per relevant ($0 code provisions shall

be submitted with #.#.$.

.Det(*&ed Des*n of Ro(d (nd P(7e+ents@ B*des (nd St45t4e

Det(*&ed Po6e5t % D#$ should contain are following five volume namely

with latest provision of +5$!74% and ($0 and relevant code of practice

with micro details.

I. 9inal $eport

II. Detailed Design)only GAD and prelim design and estimatesrequired for structures such as flyovers% bridges% underpass etc*

III. Detailed estimates )with analysis of rates for all rates based on

present market rates*.

IV. Detailed bill of quantities and specifications.

V. Detailed Drawings.

:.:.2 Gene(&

a' !he 0onsultants are to carryout detailed designs and prepare working drawing

for the following:

i' 4igh speed )minimum ,61,, kmph for plain terrain* highway with C lanecarriageway configuration complete in all respects:

ii' 8ridges <iaduct and structures etc.

iii' #repare alignment plans. /ongitudinal sections and cross'sections E 3,

m interval:

iv' Designs for road furniture and road safety traffic control features.

v' 0heck #ost.

0



vi' Drainage design showing location of turnouts. 5ut falling structures.

-eparate drawing sheet for each 1.,, km. stretch:

vii' Design for relocation of existing utility services:

viii' 4orizontal and vertical alignment of proposed carriageway etc.

ix' service roads and under passes near urban location.

x' location requiring illumination would be provided with complete design

and drawing including source for energy supply.xi' use of geo'synthetic or geo grit wherever warranted for pro"ect length

either from be chemical or from life cycle cost.

xii' !raffic amenities )#arking area weighing station% rest area% !elephone%

system%*

b' !he expressway shall be fully access controlled and the design should be

prepared accordingly

:.:.$ Des*n St(nd(ds

a. !he 0onsultants shall evolve Design -tandards and material specifications

for the -tudy primarily based on ($0 publications% (ndian $ailway -tandard%+5$! 74 0irculars and relevant recommendations of the international

standards )American. Australian% 8ritish% 0anadian% Fapanese*

b. !he Design -tandards evolved for the pro"ect% shall cover all aspects of

detailed design including the design of geometric elements. #avement

design. 8ridges and structures% traffic safety and materials.

:.:.3 Geo+et*5 Des*n

a' !he bye pass pro"ect is to be developed as a partially access'controlled

highway facility. !he design of geometric elements shall. !herefore% take

into accounts the essential requirements of such facilities.b' 8ased on the data collected from reconnaissance and topographic surveys.

the sections with geometric deficiencies% if any% should be identified and

suitable measures for improvement should be suggested for

implementation.

c' !he detailed design for geometric elements shall cover. but not be limited to

the following ma"or aspects:

i' 4orizontal alignment

ii' /ongitudinal profile

iii' 0ross'sectional elementsiv' Functions% intersections and interchanges check post.

v' -ervice roads.

d' !he alignments design shall be verified for available sight distances as per

the standard norms. !he provision of appropriate markings and signs shall

be made wherever the existing site conditions do not permit the adherence

to the sight distance requirements as per the standard norms

!1



e' !he 0onsultant shall also prepare design details of grade "unctions which

may be adopted as alternative to the grade separated structures. !he

geometric design of interchanges shall take into account the site conditions.

turning movement characteristics% level of service% overall economy and

operational safety

f' !he consultant shall prepare complete road and pavement design including

drainage for partially access control bye pass

:.:.: P(7e+ent Des*n

a' !he detailed design of pavement shall involve

i' Design of new pavement for the 'lane carriageway:

ii' Design of shoulder

iii' Design of guardrails% signage and other road furniture and

iv' Design of drainage system.

v' Design for service roads% ramps for interchanges etc.b' !he design of pavement shall be rigorous and shall make use of the latest

methods. !he design shall primarily be based on ($0 guidelines.

c' !he design alternatives shall include both rigid and flexible design options.

!he most appropriate design option shall be established on life'cycle

costing and techno'economic considerations taking design period of 13

years for flexible and &, years for rigid pavement

d' 9or the design of pavement each set of design input shall be decided on

the basis of rigorous testing and evaluation of its suitability and relevance

in respect of in'service performance of the pavement. !he designmethodology shall accompany the design proposals Band shall clearly

bring out the basic assumptions% values of the various design inputs%

rationale behind the selection or the design inputs and the criteria for

checking and control during the implementation of works. (n other words.

the design or pavement structure should take due account of the type.

characteristics of materials used in the respective courses. variability of

their properties and also the reliability of traffic predictions

e' !he pavement design task shall also cover working out the maintenance

and strengthening requirements and periodicity and timing of suchtreatments.

:.:." Des*n of E+(n9+ents

a' !he embankments design should provide for maximum utilization of locally

available materials consistent with economy use of fly ash where ever

available with in economical leads must be considered.

b' !he 0onsultants shall carry out detailed analysis and design for all

embankments of height greater than C.,, m based on relevant ($0

!!



publications and computer package on high embankments.

c' !he design of embankments should include the requirements for

protection works and traffic safety features.

:.:.# Des*n of F&'o7es/B*des/Unde,(sses

1. !he consultant shall prepare General Arrangement Drawings )GAD* and

Alignment #lan showing the salient feature of the structure proposed to be

constructed 6 reconstructed along the road sections covered under the study.these salient feature such as alignment% overall length% span arrangement cross

section % desk level % founding level % type of bridge components )superstructure %

substructure % foundation % bearings % expansion "oint% retaining walls etc.* shall

be finalized based upon hydraulic and geo'technical studies% cost effectiveness

and ease of construction . !he GAD shall be supplemented by #reliminary

designs in respect of span arrangement and type of bridge a few alternatives

with cost benefits implications should be submitted to enable GDA%#2D 6(ndian

$ailway 6 +5$!4 to approve the best implications .

. Dismantling 6 reconstruction of exiting structures shall be avoided as far aspossible except where considered essential in view of there poor structural

conditions6 inadequacy of the provisions etc. the exiting structures having

inadequacy carriageways width shall be widened 6 reconstructed in part or fully

as per the latest +5$!74 guidelines .

&. !he exiting structure having inadequate carriageways width shall be widened 6

reconstructed in part or fully as per the latest +5$!74 guidelines. !he

consultant shall furnish the detailed design and working drawings for carrying out

for the proposed flyovers 6bridges6underpasses.

. (n case land available is not adequate for any reason% suitable design for $00retaining wall shall be furnished.

:.:. D(*n(e S'ste+

a' !he requirement of road'side drainage system and the integration of the

same with proposed cross'drainage system shall be worked out for the

entire length of the pro"ect road section.

b' (n addition to the road side drainage system% the 0onsultants shall design

the special drainage provisions for sections with super elevated

carriageways% high embankments and for road segments passing through

cuts. !he drainage provisions shall also be worked out for road segmentspassing through urban areas.

:.:.0 T(ff*5 S(fet' Fe(t4es@ Ro(d F4n*t4e (nd Ro(d M(9*n

!he 0onsultants shall design suitable traffic safety features and road furniture

including traffic signals% signs% pavement and edge markings. 5verhead sign

boards. 0rash barrier%. delineators etc. !he locations of these features shall be

given in the reports and also shown in the drawings.

!"



:.:.- Ao*54&t4e (nd L(nds5(,*n

!he 0onsultants shall work out appropriate plan for planting of trees )specifying

type of plantation*. 4orticulture69loriculture on the surplus land of the right'of'way

with a view to beautify the highway and making the environment along the

highway pleasing. !he existing trees 6 plants shall be retained to the extent

possible. !he trees required to be cut. shall be properly inventoried. umberedwith paint )more than ,& m girth* and evaluated for fixing reserve value during

auctioning depending its type of species% girth etc. in consultation with local forest

Department .

:.:.2) M*s5e&&(neo4s <o9s

!he consultants shall prepared detailed plan for the traffic management and

safety during the construction period.

:.:.22 En7*on+ent (nd So5*(& I+,(5t Assess+ent

!he consultant should specify plans to enhance the environmental aspect of the

pro"ect through measure such as road side landscaping and tree planting %planting of bushes in the central median and other relevant stabilizing 6

preservation for the road and ad"oining areas. All possible steps must be taken to

minimize the adverse environmental effects of pro"ect both during construction

work and subsequent operation.

So5*(& (nd en7*on+ent(& s5een*n!

!his part of the study shall be undertaken in parallel with the economic and

ngineering analysis in order to determine any significant economic% social or

environment issues which could require further analysis )including the analysisof alternative alignment of short bypasses% improving of road "unctions etc.* to

resolve such issues. !he social and environmental screening shall include% but

not limited to the analysis of the available information ) supplemented where

appropriate by site assessment * concerning the general population distribution

of low income communities% area of significant right of way ) $52*

encroachments% sensitive and6 or critical natural habitat )e.g. national park%

reserves% wild life sanctuaries% sacred groves% protected areas forests% wetlands

etc.* ma"or rivers and waterways% recorded cultural heritage sites and any other

potentially sensitive areas% based on recent government of (ndia census % officialdata and information from G5s )such as 229* and site visits . !he result of

this analysis shall be plotted on maps and tabulated to clearly identify and ma"or

conflicts and recommendations concerning how to resolve them )including

recommendations for exclusion and analysis of alternative alignments and6or

mitigations*.

". Est*+(t*on of 4(nt*t*es (nd Po6e5t Costs

3.1. !he 0onsultants shall prepare detailed estimates for quantities and

!(



pro"ect cost for the entire pro"ect. including the cost of environmental and

social safeguards proposed based on +5$!74 -tandard Data 8ook %

current #2D -.5.$.% latest D.-.$. and prevalent market rate)with

analysis and documents* with standard specification for the inputs. !he

estimation of quantities shall be based on detailed design of various

components of the pro"ects

3.. !he 0onsultants shall make detailed analysis for computing the unitrates for )the different items of works. !he unit rate analysis shall duly

take into account the various inputs and their basic rates. -uggested

location of plants and respective lead distances for mechanized

construction. !he unit rate for each item of works shall be worked out in

terms of manpower machinery and materials

# E5ono+*5 An(&'s*s

1. !he consultant shall carry out economic analysis for the pro"ect. !he benefit

and cost streams shall be worked out for the pro"ect.

. !he economic analysis shall cover but be not limited to be fallowing aspects:i. Assess the capacity of exiting roads and the effects of capacity constructions

on vehicle operating costs(VOC)

ii. Calculate VOCs for the exiting road situation and those for the project.

iii. Quantity all economic benefits including those from reduced congestion travel

distance road maintenance cost saving and reduced incidence of road accidents

and

iv. !stimate the economic internal rate of return (!"##) for the project over a $%

&ear period. "n calculating the !"##s identify the tradable and non'tradable

components of projects costs and the border price value of the tradablecomponents.

&. conomic internal rates of return )($$* and et present value )#<*. @with

and @without time and without savings should be worked out based on these

cost'benefit stream. 9urther more sensitivity of ($$ and <# worked out for the

different scenarios as given under:

-cenario H( 8ase costs and base 8enefits

-cenario H(( 8ase costs plus 13I and 8ase 8enefits

-cenario H((( 8ase costs and 8ase 8enefits +inus 13I-cenario H(< 8ase costs #lus 13I and 8ase 8enefits minus 13I

!he sensitivity scenarios given above are only indicative .!he consultant shall

select the sensitivity scenarios taking into account possible construction delays %

construction costs overrun % traffic volume % revenue shortfalls% operating costs%

exchange rate variations% convertibility of foreign exchange% political risks and

future.

!+



. !he economic analysis shall take into account all on going and future road

and transport infrastructure pro"ects and future development plans in the pro"ect

area.

;. T*+e ,e*od fo t1e se7*5e

;.1 A total period of ,& months is envisaged for the study. !he final reports

drawings and documentation shall be completed within this time schedule.

;. GDA shall arrange to give approval on all sketches. Drawings% reports andrecommendations and other matters and proposals submitted for approval by the

consultant in such reasonable time as not to delay or disrupt the performance of

the consultant?s services.

)ote:'During entire period service the consultant shall interact with #2D

6$ailway6+5$!74 etc.*

Se;4en5*n of ,o6e5t ,e,((t*on

.1 #ro"ect preparation activities will be split into four stages as brought out

below. #reliminary design work should commence without waiting for feasibility to

be completed. ach stage will cover a set of activities to be completed beforemoving to the next stage and shall be followed with a detailed report in respect of

each stage.

-tage 1 : (nception and feasibility study $eport.

-tage : ##$ or #reliminary #ro"ect report.

)a* (nitial ##$

)b* 9inal ##$ incorporating comment revisions and modifications etc.

-tage & : Detailed #ro"ect $eport ) D#$*

-tage : 8id Document

..1 !ime schedule in respect of all such stages has been indicated in the next#ara. 0onsultant shall be required to complete% to the satisfaction of the client% all

the different stages of study within the time frame indicated in the schedule of

submission in #ara J pertaining to $eports and Documents for becoming eligible

for payment.

!



-. Re,ot (nd Do54+ents to e s4+*tted ' t1e 5ons4&t(nta. !he 0onsultant shall submit to the client the following reports and

documents after completion of each stage of work and in the number of

copies indicated against each

-.

o.

Activity o. of

copies

!ime w.e.f date of

commencement

of consultancy

services

)in days*

!ime period

for

Acceptance

)in days*

1. -tage 1: (nception and feasibility study

$eport.

C 13 days ,; days

. -tage : ##$ or #reliminary #ro"ect

report.

)a* (nitial ##$ C , days 1, days

)b* 9inal ##$ incorporating comment

revisions and modifications etc.

&, days 1, days

& -tage & : Detail #ro"ect $eport ) D#$* 1, C, days 13 days

-tage : 8id Document 1, J, days '

b. !he time schedule for various submissions prescribed at -(. o.1 above

shall be strictly adhered to. o time'over'run in respect of these

submissions will normally be permitted. 0onsultant is advised to go through

the entire !erms of $eference carefully and plan his work method in such a

manner that various activities followed by respective submissions are

completed as stipulated. 0onsultant is therefore advised to deploy sufficient

number of supporting personnel both technical and administrative to

undertake the pro"ect preparation activities. as far as possible should

include complete information such as numbers of such persons % name %#osition % period of engagement % remuneration rate etc.!he 0onsultant is

also advised to start necessary survey work from the beginning so as to

gain time in respect of various other activities in that stage.

St(e 2! In5e,t*on (nd fe(s**&*t' st4d' Re,ot.

!he report shall covere the following aspects

the *n5e,t*on e,ot shall cover following ma"or aspects.

!-



1. #ro"ect appreciation

. Detailed +ethodology to meet the requirement of the !5$.

&. nvironmental and social sensitive areas to be identified along with

sensitive index and +ethodology to tackle.

. !ask assignment and manning schedule.

3. work program

C. #erforma for data collection;. Design standard and proposed cross section

. key plan and linear plan

J. Development plans being implemented or proposed for

implementation in the near future.

1,.Draft design standard

11. (dentification of various Govt. Agency involved on the pro"ect with

whom the Design consultant interact to seek necessary pro"ect

clearances for implementation and

1.Details of #ossible types and location of interchanges enroute.

Fe(s**&*t' st4d'

1. !he consultant shall commence the 9easibility study of the pro"ect in

accordance with the accepted ($ and the report shall contain the

following ma"or aspects.

i. Design standard finalized in consultation with +5$!74

ii. Alignment plan depiction the center line of the proposed right of

way limits to appreciate the requirement of land acquisition.iii. #ossible alternative for GADs of new required flyover6bridge6

underpasses with preliminary cost benefit analysis.

iv. !raffic data and analysis of traffic data

v. details of life cycle costing model

vi. !he value of input data for economic and commercial analyses and

computing ($$.

vii. !ypes of interchanges and or overpasses6 underpasses or road

intersections location enroute

viii. nvironmental and $7$ screening $eport.ix. -trip plan.

x. Details of (nvestigation of quality and quantity of suitable

construction materials with important index values and lead level.

xi. Details of pro"ect clearances required to sought by the consultant

which are necessary for pro"ect implementation

xii. $ecommendations of pavement type based on pavement of option

study.

!.



. !he basic data obrianed from the field studies and investigation shall

be submitted in a separate volume for 9easibility $eport.

&. !he final feasibility study reports incorporating comments% revisions

and modification suggested by GDA6#2D and +5$!74 shall be

submitted with in limited period.

St(e $! PPR o Pe&*+*n(' Po6e5t e,ot.##$ report shall be prepared and shall contain four volumes as mention

above in #ara .&.&.&

St(e 3! Det(*&ed Po6e5t Re,ot ? DPR>

• D#$ should contains five volume as mentioned in above #ara .

• 0onducting !opographic -urvey taking K'section at 3, m interval

and longitudinal section etc. and finalization of alignment as per

route indicated over sa"ra map.

• 0onducting soil investigation 08$ test as per ($0 7 (- codel

provision.

• Detailed -oil (nvestigation

o #avement Design 7 ngineering Design

o #avement 7 4ighway Geometry

o $oad =nder #ass

o -tructure

o 4orizontal 7 <ertical 0urve

• /and acquisition #lan

• #ro"ect 0ost stimateo Analysis of $ates

o Detail of +easurement

o 8ill of Luantity

• Detailed ngineering Drawing

St(e : ! BID Do54+ent

• $equest for #roposal

• #ro"ect (nformation 7 Drawing

8id document should contain the following volumes namely.<olume'(. otice (nviting tender

<olume ((. contract Data technical specification

<olume ((( 9orm of tender% 8.5.L. securities and others

<olume (< Drawings

<olume < !o be furnished by the bidder

Luality system for road and bridges

!/



All assistance shall be provided by the consultant to GDA for call of

tender and its approval

D*s,4te Reso&4t*on.

(n case of any dispute between the consultant and GDA the matter shall

be referred to vice 0hairman GDA and his decision shall be final 7 binding onboth the parties.

2) Inte(5t*on 8*t1 GDA/P<D/ MORTH / R(*&8('s

a. During entire period or services. the 0onsultant shall interact

continuously with the GDA6#2D6+5$!746$ailway and provide an

clarification as regards methods being followed and carry out

modification as suggested. A programme of various activities shall be

provided to the GDA6#2D6+5$!746$ailway and prior intimation shall

be given to the GDA regarding start or key activities such as boring.

survey etc. so that inspections of the GDA officials could be arranged intime.

b. !he GDA officers and other Government officers may visit the site at any

time. (ndividual or collectively or collectively to acquaint themselves with

the field investigation and survey works

c. !he consultant shall be required to send C copies of concise weekly

progress report to the chief engineer GDA office that progress could be

monitored by the GDA . !hese reports will indicate the dates of induction

and de'induction of various key personnel and the activities performed

by them. 9requent meetings which the consultant at site office or GDAoffice foreseen during the currency of pro"ect preparation.

d. All equipments% software 7 books etc. required for satisfactory for this

pro"ect shall be obtained by the consultant at there on cost and shall be

their property.

22 P('+ent S51ed4&e

!he 0onsultant shall be paid consultancy fee on'stage payment basis for

each stage in progress. !he assignment is divided into stages as% given

in manning schedule )nclosure ( of !5$*. o payment shall become

eligible for the next stage till the consultant completes to the satisfaction of the client the work pertaining to the proceeding stage.

-.o Description of activity #ayment

1 -tage 1 : (nception and feasibility study $eport. 1,I

-tage : ##$ or #reliminary #ro"ect report.

)a* (nitial ##$

)b* 9inal ##$ incorporating comment revisions &,I

!0



and modifications etc

& -tage & : Detail #ro"ect $eport ) D#$* ,I

-tage : 8id Document ,I

ote:'1. #ayment shall be made with technical administrative and financial

approval.

. (ncase of $58s 6 $=8s where the "ob is to be carried out by

railway as deposit work and for which department charges are paid to them GDA

is not untitled to agency charges.

&. Getting the D#$ ) Drawing% Design% estimated etc* proof

checked from any of the (.(.!.?s6 0.$.$.(. by the consultant?s own cost.

2$%D(t( (nd Soft8(e

a' !he floppy diskettes containing all basic as well as the processed data

from all field studies and investigations. report% appendices% annexure%

documents and drawings shall be submitted to GDA at the time of the

submission of the 9inal $eport. !he data can be classified as follows

i' En*nee*n In7est*(t*on (nd T(ff*5 St4d*es: $oad

(nventory% condition% $oughness% !est #it material (nvestigation

(ncluding test results for sub grade soils. !raffic studies -ub'soil

xploration. Drainage (nventory. Data for bridge 7 culverts

indicating rehabilitation ew construction requirement etc. in

+-. xcel or /otus or any other format which could be imported

to widely used utility packages.

ii' To,o(,1*5 S47e's (nd D(8*ns. All topographic data

would be supplied in )x%y%z* format along with complete

reference so that the data could be imported into any standard

highway design software. !he drawing files would be submitted

in dxf or dwg. 9ormat

iii' R(te (n(&'s*s: the consultant shall submit the rate analysis for

various works items including the data developed on computer in this relation so that it could be used by the authority later for

the purpose of updating the cost of the pro"ect.

iv' E5ono+*5s (nd f*n(n5*(& An(&'s*s : all data relevant to such

analysis including establishing the financial viability

"1



v' Re,ot! all reports shall be submitted in electronic media

besides required number of 4ard copies as stipulated.

$. soft8(e! !he consultant shall also hand'over to GDA

floppies60D?s containing any general software including the

financial model which has been specifically developed for the

pro"ect.3. !he floppy diskettes60D?s should be properly indexed and a

catalogue giving contents of all floppies60D?s and print'outs of the

contents ) data from field studies topographic data and drawings*

should be handed over to GDA at the time of submission of the

final report.

23%Res,ons**&*t' fo A554(5' of Po6e5t Do54+ents

a' !he 0onsultant shall be responsible for accuracy of the data collected. by

him directly or procured from other agencies6authorities% the designs%drawings. estimates and all other details prepared by him as part of these

services. 4e shall indemnify the Authority against any inaccuracy in the

work. which might surface during implementation of the pro"ect. !he

0onsultant will also be responsible for correcting. at his own cost and risk%

the drawings including any re'survey 6 investigations and correcting layout

etc. if required during the execution of the -ervices

b' !he 0onsultant shall be fully responsible for the accuracy of design and

drawings of the bridge and structures. All the designs and drawings for

bridge and structures including all their components shall be fully checkedby a -enior ngineer after completion or the designs. All drawings for

structures shall be duly signed by the )a* Designer. )b* -enior 0hecking

ngineer% and )c* -enior -tructure xpert. !ile designs and drawings not

signed by the three persons mentioned above shall not be accepted. !he

consultant shall indemnify the client against any unaccepted. the

consultant shall indemnify the client against any inaccuracy6 deficiency in

the designs and drawings of the bridges and structures and the client shall

bear no responsibility for the accuracy of the design and drawings

submitted by the consultants.c' !he survey: control points established by the consultant shall be protected

by the consultants till the completion of the services.

"!



1. Pefo+(n5e se54*t'!

!he consultant shall furnish bank guarantee for an amount ot the extent of

1,I of the total consultancy free received by him. !he bank guarantee shall

be valid for a period of & year from the date of submission of final D#$. !he

bank guarantee of 3I of the bid amount shall be furnished within 1 days of the issue of letter of acceptance and remaining 3I of the bid amount at the

time of submission of final D#$. !he final installment of ,I of the fee shall

be released only on receipt of this bank guarantee.

""



FINANCIAL PROPOSAL

9$5+:'

MMMMMMMMM.

MMMMMMMMMM

MMMMMMMM...............

!5

0hief ngineer

Ghaziabad Development Authority

G4AN(A8AD

-=8:' Consultancy Services for Preparation of Detailed Project

Report for construction of eight lane ring road between Hapur

Road and Loni Road ia M!!ru" Road including ROB over

D!#$i%Sa$aranpur rai# "ra&' , grade separator over M!!ru" Road()rid*! o!r Hindon and improvement of Pip! Lin! Road+

-($%

(62e............................................................................ hereby offer to quote our

rates )(nclusive of all applicable taxes and charges* as below for above

consultancy services as per !.5. $.

(n figures : $sMMMMMMMMMMMMMMM..

(n words : $sMMMMMMMMMMMMMMMMM

-ign. 5f 0onsultant6firm:

ame 7 Address 5f 0onsultant6firm:

Off*5e o,en*n F*n(n5*(& ,o,os(& !%%

"(



Fo+(t fo Lette of A,,&*5(t*on Annex'A

)5n 9irm?s /etter H 4ead*0hief ngineerGhaziabad Development AuthorityGhaziabad

APPLICATION FOR OFFER

9or






Dear -ir%

2e hereby make application for offer as Design 0onsultant for the Detailed

Design 0onsultancy of above GDA pro"ect. (n support of the application wesubmit herewith one original and one attested copy of the required documents.

)(n case of other than a sole proprietorship firm% following paragraph should beadded*

A #ower of Attorney to sign and submit this letter is attached. )Alternatively anyother authorization like signed minutes of board meetings confirming boardresolutions 6 current published lists of executive directors etc may be indicated*

)(n case of a "oint venture 6 #artnership6consortium % following paragraph should

be added* !his offer is submitted on behalf of a "oint venture 6 partnership6consortium )applicant to delete as appropriate*comprisingMMMMMMMMMM..M.)applicant to state the name of eachmember*MMMMMMMMM..MMMM andMMMMMM.MM of whichMMMMMMMMMMMM)applicant to insert name of leading member of

"oint venture 6 partnership 6 consortium* has agreed to act as leader. achmember essential agreement is enclosed herewith.

Oours faithfully%MMMMMMMMMMM) -ignature*

ame of signatoryMMMMMMMMMMMMM.

0apacity of signatoryMMMMMMMMMMM.

ame and address of applicant )or of leader if applicant is a group*

) -hould be signed by representative of lead company in case of Foint <enture60onsortium6#artnership6Group

"+



95$+A! 95$ /!!$ 59 #A$!(0(#A!(5 9$5+ A04 ++8$ 59 AG$5=#

?on e(51 F*+s Lette He(d> Annex'80hief ngineerGhaziabad Development AuthorityGhaziabad

Dear -ir%APPLICATION FOR OFFER

9or Detailed Design 0onsultancy for GDA pro"ect9or






2e wish to confirm that our company 6 firm ) delete as appropriate * has formed 6intends )delete as appropriate * to form a group withMMMMMMMMMMM.MMand MMMMMMMMMMMMMM.) members to insert names of all other members of the group* for purposesassociated with Design 0onsultant for Detailed Design consultancy for GDA#ro"ect%.)+embers who are not the lead member of the group should add the followingparagraph*.

!he group is led by ) member to insert name of lead member * whom we hereby

authorize to act on our behalf for the purposes of applying for offer

)+embers being the lead member of the group should add the followingparagraph*

(n this group we act as leader and% for the purposes of applying for offer%represent the group. (n the event of our group being invited to tender for DetailedDesign 0onsultancy% we agree to be "ointly ) with other members of our group*and severally liable to GDA% its successors and assignees for all obligations%duties and responsibilities arising from or imposed by any contract subsequentlyentered into between GDA and our group

Oours faithfully%)-ignature*MMMMMMMMMMMMMMMMMMM

) ame of -ignatory*MMMMMMMMMMMMM.M )0apacity of -ignatory*MMMMMMMMMMMM..M

"



Annex'0

E=,e*en5e Det(*&s

ame 7 Address of 0ompany 6 9irm:'

(A)Work in Hand :

Applicants / each constituent member should indicate, in the formbelow, details for each contract/ commitment of similar naturewhich is in hand on 31.07 .2011 (Applicants are to present thisinformation in the format shown below but on sheets which are tobe inserted in the questionnaire.)

Name of Contract

And Contact No. & Date

Value of

outtandin!dei!n" #ork on31.07.11in $u%ee

timated

com%letiondate

1. ……………………..

2. ……………………..

3. ……………………..

. ……………………..

!. ……………………..

"nl# consultanc# wor$ cost to be included and not construction cost.

"-



)8* #revious xperience

0onsultancy6Design work completed in the last five years ) $))#%$)22* similar innature to the work for which pre'qualification is sought.

Applicant?s ame

)ach member% in case of a

group*

MMMMMMMMMMMMMMMMMMMMMMMMM



#ro"ect !itle /ocation.

0lient

MMMMMMMMMMMM..

MMMMMMMMMMMM..

MMMMMMMMMMMMM

MMMMMMMMMMMM..

0lient?s Address

MMMMMMMMMMMMMMMMMMMMMMM...




0lient?s $epresentative: !elephone69ax o.:

!ype of contract:2as the work carried out aloneP

2as the work carried out as a member of a groupP

(f the answer is Oes% give you percentage share and area6s of participation

Date% 2ork commenced: Date% work was completed

2 3

2 3